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Recent content by aeeglrock

  1. aeeglrock

    built up beam shear flow- calc check

    This is actually more like a built-up member (rather than "composite") and seems very uncommon for use as a wood beam (at least here in S. California). The wood members also seem too small for the 16-ft span and would allow deflections that might be unacceptable (1/2" or greater at mid-span)...

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